Package No.195_4

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (i) By manual means

Removing all types of Hume pipes and stacking within a lead of 1000m includng Earthwork and Dismantling of Masonry works as per Technical Specification clause 202. Above 600mm to 900mm dia Hume pipe

Removing all types of Hume pipes and stacking within a lead of 1000m includng Earthwork and Dismantling of Masonry works as per Technical Specification clause 202. Above 900mm dia Hume pipe

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per teachnical specification clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 (i) Private Land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (A) By mix in place method (ii) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means

Providing and laying interlocking concrete block pavement with (M40) grade of concrete blocks having thickness 80mm as per Technical specification clause 1504 complete including carriage. a) Including Edge block/Edge restraints.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. 600mm equilateral triangle

600mm circular

800mm x 600mm rectangular

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flate iron 25mm x 5m size on back on edge. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600m below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100 x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301.

HPC 1000 mm dia = 2 (two) Nos : Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & technical specification clause 1109.

Laying 1st class bedding on well compacted sand, moorum as per clause 115 Type A (Concrete Cradle) Bedding Deduction and Technical Specifications.

Plain/Reinforced cement concrete in open foundation complete as per Drawing and Technical Specifications. Deduction for Hume pipe PCC grade M 15/Nominal mix 1:2.5:5

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. B) 1000mm dia

Plastering with cement mortar (1:6) 15mm thick on brick work in substructure as per technical specification.

DPHC 1200mm dia = 3 (Three) Nos : Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling with approved material as per MORTH Clause No.304. (i) In Ordinary Soil (A) Manual Means (b) With dewatering (I) Upto 3.00m depth

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & technical specification clause 1109.

Bedding for Pipe ii) Type B (First Class bedding) Laying (First Class) bedding on well compacted sand, moorum as per clause 1105 (ii) (ii) Granular material

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 1106. (A) 1200mm dia

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification cluaes 702, 704, 1202 & 1203. 1:4 Cement mortar

Plastering with cement mortar (1:3) on brick work in substructure as per technical specification.

RCC Box Cell Bridge 3 x 3 m - 2 Cell = 1(one) No.: Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. (v) Marshy soil. (i) Upto 3.00m depth

Filling in foundation trenches as per drawing as per drawing and technical specification clause 305.3.9 Sand filling in foundation trenches

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. (a) With crushed stone. (i) PCC grade M20 Nominal mx 1:2:4.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clauses 1000 and 1202.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. (a) With crushed stone. (iv) RCC grade M20

Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawing and technical speicfication clauses 1002, 1005, 1010 & 1202. 10mm dia (V)

Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 (A) With crushed stone (IV) RCC Grade M25 (i) For height upto 5m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7

Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204. 3.8

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3

Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3

Drainage spouts complete as per drawing and technical specification clause 1209.

Providing and laying curtain walls complete as per drawing and technical specification clause 1304. (iii) Cement concrete grade M10

Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall

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